Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
OPENING TYPE BEARING REINFORCEMENT STRUCTURE
To provide an opening type bearing reinforcement structure capable of guaranteeing enough strength and of improving a productivity as well.SOLUTION: An opening type bearing reinforcement structure 10 is provided as one example of an opening type bearing reinforcement structure that is installed in a building having skeleton members 105-108. The opening type bearing reinforcement structure 10 comprises a first inclined surface 1 and a second inclined surface 2 suspended over an opening 109 enclosed by the skeleton members 105-108. The first inclined surface 1 consists of a number of wires hung over the skeleton member 108 to be parallel and at acute angle relative to a horizontal. The second inclined surface 2 consists of a number of wires hung over the skeleton member 108 to be parallel and at obtuse angle relative to a horizontal. The first inclined surface 1 and the second inclined surface 2 are arranged to intercross in a front view of the opening 109. The wire of the first inclined surface 1 and the wire of the second inclined surface 2 are not fastened each other.SELECTED DRAWING: Figure 1
【課題】十分な強度を担保し得るとともに、製作性を向上させ得る開放式耐力補強構造を提供する。【解決手段】開放式耐力補強構造の一例として、骨格部材１０５〜１０８を有する建築物に設けられる開放式耐力補強壁１０である。この開放式耐力補強壁１０は、骨格部材１０５〜１０８で囲われる開口部１０９に張られた第一斜状面１および第二斜状面２を備える。第一斜状面１は、線材を、並列に且つ水平に対して鋭角になるように骨格部材１０８に多数掛けたものである。第二斜状面２は、線材を、並列に且つ水平に対して鈍角になるように骨格部材１０８に多数掛けたものである。第一斜状面１および第二斜状面２は、開口部１０９の正面視で交差するように配置される。第一斜状面１の線材と第二斜状面２の線材とは、互いに非固着である。【選択図】図１
OPENING TYPE BEARING REINFORCEMENT STRUCTURE
To provide an opening type bearing reinforcement structure capable of guaranteeing enough strength and of improving a productivity as well.SOLUTION: An opening type bearing reinforcement structure 10 is provided as one example of an opening type bearing reinforcement structure that is installed in a building having skeleton members 105-108. The opening type bearing reinforcement structure 10 comprises a first inclined surface 1 and a second inclined surface 2 suspended over an opening 109 enclosed by the skeleton members 105-108. The first inclined surface 1 consists of a number of wires hung over the skeleton member 108 to be parallel and at acute angle relative to a horizontal. The second inclined surface 2 consists of a number of wires hung over the skeleton member 108 to be parallel and at obtuse angle relative to a horizontal. The first inclined surface 1 and the second inclined surface 2 are arranged to intercross in a front view of the opening 109. The wire of the first inclined surface 1 and the wire of the second inclined surface 2 are not fastened each other.SELECTED DRAWING: Figure 1
【課題】十分な強度を担保し得るとともに、製作性を向上させ得る開放式耐力補強構造を提供する。【解決手段】開放式耐力補強構造の一例として、骨格部材１０５〜１０８を有する建築物に設けられる開放式耐力補強壁１０である。この開放式耐力補強壁１０は、骨格部材１０５〜１０８で囲われる開口部１０９に張られた第一斜状面１および第二斜状面２を備える。第一斜状面１は、線材を、並列に且つ水平に対して鋭角になるように骨格部材１０８に多数掛けたものである。第二斜状面２は、線材を、並列に且つ水平に対して鈍角になるように骨格部材１０８に多数掛けたものである。第一斜状面１および第二斜状面２は、開口部１０９の正面視で交差するように配置される。第一斜状面１の線材と第二斜状面２の線材とは、互いに非固着である。【選択図】図１
OPENING TYPE BEARING REINFORCEMENT STRUCTURE
開放式耐力補強構造
HASHIZUME TOMOYOSHI (Autor:in)
12.03.2020
Patent
Elektronische Ressource
Japanisch
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